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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.4 LAccepted-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | L1 | Accepted-AOC FIRST LOWEST TENDERER | |
| 2 | L2₹45.1 L+₹47,161 (1.06%)Rejected-AOC | L2 | Rejected-AOC SECOND LOWEST TENDERER | |
| 3 | L3₹45.8 L+₹1.2 L (2.62%)Rejected-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | L3 | Rejected-AOC THIRD LOWEST TENDERER |
| Sl No | Description | Qty | Unit | G Murali L1 | R ravi L2 | M SELVAM L3 |
|---|---|---|---|---|---|---|
| 1.00CIVIL WORK | ||||||
| 1.01 | Hire charges for JCB for removing the slush deposited on existing road. | 8 | HOURS | 870 ₹6,960 Lowest | 880 ₹7,040 | 900 ₹7,200 |
| 1.02 | Dismantling, Clearing awy and carefully reinforced cement concrete using deploying machinaries. | 3 | HOURS | 4,620 ₹13,860 Lowest | 4,630 ₹13,890 | 4,650 ₹13,950 |
| 1.03 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts within the compound in places shown by the departmental officers and clearing and leveling the site, etc., complete complying with standard specification. | 5 | M3 | 130 ₹650 Lowest | 145 ₹725 | 155 ₹775 |
| 1.04 | Supplying and filling in foundation with Gravel in layers of not exceeding 150mm thick well watered, rammed and consolidated including watering etc., complete complying with standard specification and as directed. | 9 | M3 | 690 ₹6,210 Lowest | 710 ₹6,390 | 730 ₹6,570 |
| 1.05 | supplying and filling in basement with wetmix 250mm thick in layers of not exceeding 250mm thick, well watered, rammed and consolidated including machineries for hire and running charges leader 5 Cum capacity, hire charges for tipper,water sprinkler,vibratory roller all labour charges etc., complete complying with standard specification and as directed by the departmental officers. | 41.7 | M3 | 2,970 ₹1,23,849 Lowest | 3,000 ₹1,25,100 | 3,100 ₹1,29,270 |
| 1.06 | CEMENT CONCRETE 1:5:10(one cement, five sand and ten aggregate)using 40mm gauge hard broken granite stone jelly for foundation including de-watering, side shuttering , strutting, wherever necessary including curing etc., complete complying with standard specifications and as directed by the departmental officers. | 211 | M3 | 5,910 ₹12,47,010 Lowest | 6,000 ₹12,66,000 | 6,100 ₹12,87,100 |
| 1.07 | BRICK WORK in cement mortor 1:5(one cement, five sand) using best quality Country bricks of size 8" 3/4"x4 ¼ x 2 ¾ “ for walls including cost of scaffolding curing, finishing etc., complete complying with standard specification and as directed by the departmental officers. | 2 | M3 | 7,430 ₹14,860 Lowest | 7,500 ₹15,000 | 7,600 ₹15,200 |
| 1.08 | Providing FORM WORK for centering the soffits of all reinforcement concrete work including strutting to the required (3 metre) height with mild-steel sheets of size 90cmx60cm 10 gauge stiffened with welded mild steel angles of size 25mmx25mmx3mm laid with country wood joist of average of size 10cmx6.50cm at about 90cm centres with casurina props of 13cm dia at 75cm centre to centre with all nails coir, wedges complete and removing the form work after necessary curing period as directed by the corporations officers. The rates should inclusives of cutting , bending, welding , charges of M.S sheets, M.S. angles etc., Complete | 37 | M2 | 715 ₹26,455 Lowest | 750 ₹27,750 | 800 ₹29,600 |
| 1.09 | Reinforced Cement Concrete 1:1 ½ :3 (One Cement, one and half crushed stone sand and three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges, centering and shuttering but including laying, vibrating and sprinkling floor hardner at 4Kg/M2 and finishing with power trowel including laying in alternate bays, curing etc., complete complying with standard specification and as directed by the departmental officers. | 9 | M3 | 9,660 ₹86,940 Lowest | 9,700 ₹87,300 | 9,800 ₹88,200 |
Tender Value
Refer Docs
EMD Value
₹34,500
Closing Date
18 Sept 2025, 2:00 pmClosed
Managing Director
Head Office at CMRL Administrative Building , Poonamallee High Road, Koyambedu, Chennai-107
Formation of Cement Concrete Road in TNCSC Godown campus at Pakkam Village in Kudiyatham Taluk in Vellore District
2025_TCSC_600616_1
22/CED6/022729/2025
Open Tender
Civil Works
Lump-sum
90 days
Kudiyatham
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹34,500
27 Nov 2025
4 Sept 2025
19 Sept 2025
4 Sept 2025
18 Sept 2025
4 Sept 2025
Amount
CIVIL WORK
Hire charges for JCB for removing the slush deposited on existing road.
Dismantling, Clearing awy and carefully reinforced cement concrete using deploying machinaries.
Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts within the compound in places shown by the departmental officers and clearing and leveling the site, etc., complete complying with standard specification.
Supplying and filling in foundation with Gravel in layers of not exceeding 150mm thick well watered, rammed and consolidated including watering etc., complete complying with standard specification and as directed.
supplying and filling in basement with wetmix 250mm thick in layers of not exceeding 250mm thick, well watered, rammed and consolidated including machineries for hire and running charges leader 5 Cum capacity, hire charges for tipper,water sprinkler,vibratory roller all labour charges etc., complete complying with standard specification and as directed by the departmental officers.
CEMENT CONCRETE 1:5:10(one cement, five sand and ten aggregate)using 40mm gauge hard broken granite stone jelly for foundation including de-watering, side shuttering , strutting, wherever necessary including curing etc., complete complying with standard specifications and as directed by the departmental officers.
BRICK WORK in cement mortor 1:5(one cement, five sand) using best quality Country bricks of size 8" 3/4"x4 ¼ x 2 ¾ “ for walls including cost of scaffolding curing, finishing etc., complete complying with standard specification and as directed by the departmental officers.
Providing FORM WORK for centering the soffits of all reinforcement concrete work including strutting to the required (3 metre) height with mild-steel sheets of size 90cmx60cm 10 gauge stiffened with welded mild steel angles of size 25mmx25mmx3mm laid with country wood joist of average of size 10cmx6.50cm at about 90cm centres with casurina props of 13cm dia at 75cm centre to centre with all nails coir, wedges complete and removing the form work after necessary curing period as directed by the corporations officers. The rates should inclusives of cutting , bending, welding , charges of M.S sheets, M.S. angles etc., Complete
Reinforced Cement Concrete 1:1 ½ :3 (One Cement, one and half crushed stone sand and three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges, centering and shuttering but including laying, vibrating and sprinkling floor hardner at 4Kg/M2 and finishing with power trowel including laying in alternate bays, curing etc., complete complying with standard specification and as directed by the departmental officers.
Reinforced Cement Concrete 1:2:4 (One Cement, Two crushed stone sand and Four hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges, centering and shuttering but including laying, vibrating and sprinkling floor hardner at 4Kg/M2 and finishing with power trowel including laying in alternate bays, curing etc., complete complying with standard specification and as directed by the departmental officers.
Supplying, fabricating and placing in position MS/RTS grills for reinforcement for all R.C.C.works including cost of steel, labour for straightening, bending, cranking, tying grills with 18 gauge galvanized binding wire and placing grills in position complete complying with standard specification and as directed..
Supplying and fixing Bitumen Pad of 12mm thick for Expansion Joints including cost of Materials, labour charges etc., complete complying with standard specification and as directed by the departmental officers.
PLASTERING with cement mortor 1:3 (one cement and three sand)12mm thick including cost of scaffolding, finishing, curing etc., complete complying with standard specification and as directed.
Supplying and fixing in position 100mm x 50mm x 9.4 kg channel for the face of RAT GUARD EDGING SLAB with MS bolts 16mm dia 45cm long at 2m centres forming protection to the loading platform finishing in flush with the slab with C.M. 1:3(one cement and three sand) etc., complete including painting the exposed surface of MS channel with two coats of ANTI-CORROSIVE METALLIC PAINT over one coat red oxide primer etc., complete complying with standard specification and as directed.
Supplying and fixing(under lintel grove) cold rolled ROLLING SHUTTERS of approved quality of 18 gauge 7.5 cm wide cold rolled lathe section in one piece interlocked together with specially designed pipe shaft with adequate number of high tensile steel wire springs of approved quality complete with brackets side guides and arrangements for inside and outside locking arrangements with push and pull operations and pulling back handle with all accessories in best workmen ship and the entire shutter painted with two coats of best quality anti-corrosive paint over one coat of red oxide primer and clear opening of 1.80M width 2.60M height. The rolling shutter shall be placed below the lintel and behind the RCC curtain slab of 7.5 cm thick and 45 cm depth. Each rolling shutter shall be provided with one pair of approved quality of ball bearing complete. Rolling shutter should confirm to I.S.6248-1979and should be got approved by the Executive Engineer before fixing .[This specification consists of the following component materials required for erection of rolling shutter.(1).18 G 3" lathe section 1.90M long-29 Nos. (2)10 G guide channel 2.6Mlong-2 Nos.(3).13 G bottom plate for 1.8M long with angle.(4).M.S.pipe 40mm dia. C'class -2M long.(5).10SWG side plate 13"x12"-2 Nos.(6).2 SWG spring 3" bore. (7).'U'-clamp.(8).ball bearing suitable for 2 1/2 "pipe.(9).18 SWG clip suitablefor 4"lathe.(10).20 SWG M.S.sheet. Etc.
Painting the walls with two coats of Exterior emulsion paint of first class approved quality and colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification and as directed.
R ravi (BID ID -1460128)
M SELVAM (BID ID -1461525)
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